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Home My WebLink AboutSET UP-INSTALLATIONti KlEriv SKYLIGHTS MODEL "ISFG4" CURB MOUNTED GLASS SKYLIGHT - LMI INSTALLATIONANCHOR WE DETAILS FILE COPY GENERAL NOTES: I. THE PRODUCTANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE -BUILDING (FBC)AND RESIDENTIAL (FRC) VOLUMES EKCLUONG THE HIGH VELOCITY HURRICANE ZONE (HVHZ) FOR WINO ZONE 4, MISSILE LEVEL D AT THE DESIGN PRESSURE(S) STATED HEREIN. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.NCR.210 953IANDASSOCIATEDLABOMTORYSTAMPEDDRAWINGS. 3. THE SKYLIGHT HAS BEEN TESTED INACCORDANCE WITH THE WIND BORNE DEBRIS REGION REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE -BUILDING (FBC)AND V RESIDENTIAL (FRC) VOLUMES AND DOCUMENTED IN SIGNED AND SEALED TEST REPORT NO. NCTL-216M8 I ANDASSOCIATED LABORATORY STAMPED DRAWINGS. 4. GLASS MEETS THE REQUIREMENTS OF ASTM E130B0441. SEE SHEET 4 FOR GLAZING DETAIL. e S. OF THE MINRECORD WINO FORCE RESISTING SYSTEM CAPABLE OFWITHSTANDING AND TRANSFERRINGAPPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY THE ENGINEER OFASA NEERSTRUCTURALARCHITECT RESPONSIBILITY OF THE ENGINEER OR ARCHTECT OF RECORD. U 9. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. Imo, ]. THIS PRODUCT IS NOT REQUIREDTO USE AN IMPACT PROTECTIVE SYSTEM THAT COMPLIES WITH THE FLORIDA BUILDING CODE IN THE WINO BORNE DEBRIS REGION. r-� a B. WHENAPPLICABLE,OISSIMIIARMETALS INCLUDING FASTENERS THAT MAY COME INTO SHALL HAVE BEEN PROTECTED INA MANNERTO PREVENT W N OMACTWTR1N-UMINUMSKYLIGHTFRAMING GALVANIC CORROSKIN. FASTENERS SHALL BE MADE OF CORROSION RESISTANT METALOfl NAVEACORROSION RESISTANT COATNQ 'may z 9.CURS CONSTRUCTION AND MOUNTING DETAILS: 9.1. A CURB SUPPLIED BY OTHERS CONSTRUCTEDAND MOUNTED INACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OFTHE FLORIDA BUILDING CODE -BUILDING (ABC) AND W RESIDENTIAL (FRC) VOLUMES FOR THE TYPE OF CONSTRUCTION CLASSIFICATION WHERE THE SKYLIGHT IS TO BE INSTALLED ISALLOWEO. 9.2. INTEGRATIONWITHTHEROOFASSEMBLYSHALLBEINACCORDANCEMI CHAPTER15OFTHECURRENTEDITIONOFTHE MCANDCHAPTER9OFTHECURRENTEDITIONOFTHEFRC. _ 9.3. ADDITIONAL INSTALLATION DETAILING AND ENGINEERED INSTALLATION EVALUATION BYA LICENSED DESIGN PROFESSIONAL WILL BE REQUIRED FOR SUBMITTAL IN ADDITION TO THIS PRODUCT EVALUATION DOCUMENT. DESIGN PRESSURE RATING (PSF) IMPACT RATING -52.51-52.5 WINO ZONE MISSILE LEVEL 0 TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL NOTES AND DESIGN PRESSURE RATING 2 INSTALLATION NOTES AND ANCHOR SCHEDULE 3 ELEVATION AND. -ANCHORING LAYOUT 4 INSTALLATIOIN SECTION WITH SCREWS AND GLAZING DETAIL 5 INSTALLATION SECTION WITH NAILS 6 BILL OF MATERIALS AND COMPONENTS SCANNED BY St. Lucie County 2 U I RobeRU. Amomm, P.E. FL P.E No. 49752 17.12.06 -05,00, INSTALLATION NOTES: 1. ANCHOR INSTALLATION: 1.1. INSTALL CURB TO ROOF ASSEMBLY IN ACCORDANCE WITH THE ANCHORING LAYOUT ELEVATIONS SHOWN ON SHEET 3 USING FASTENERS SHOWN IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. 1.2. INSTALL SASH TO CURB USING R8 SELF.DRILLING9ELF-TAPPING SCREWS. SEE ANCHORING LAYOUT SHEET 3. 1.3. CURB WOOD SPECIFIC GRAVITY OF 0.55 MINIMUM. �. 2.APPLYALL SEALANTS ACCORDING TO MANUFACTURERS INSTRUCTIONS. ' ICI. PRODUCTANCHORS SHALL SEAS DESIGNATED AND LOCATED AS SHOWN ON THE INSTALLATION DRAWINGS. ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES INCLUDING, BUT NOT LIMITED TO SHEATHING, UNDERLAYMENT AND SHINGLES. 14.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. 16. FOR SKYLIGHT SIZES LESS THAN THAT SHOWN IN THE ELEVATIONS, ANCHOR QUANTITIES MAY BE REDUCED BY ONE (1) WHEN SPACING BETWEEN ANCHORS IS 50N OR LESS THAN TIE MAXIMUM SPACING REQUIRED. INSTALLATION ANCHOR SCHEDULE MANUFACTURER ASSEMBLY SUBSIRATETYPE HEAD TYPE SIZE AND/OR MIN. EMBEDMENT MIN. EDGE MIN. CAPACITIES BASED ON (IN) DISTANCE(IN) SPACING(INI SPECIFICATION ASME B38.6.4(SELF- CURB SOUD-SAWN HEX, PAN OR NO.8 DRILUNG/SELF- 1 S/8 5/8 WOOD WITH A MINIMUM LUMBER (1) TRUSS HEAD TAPPINGSCREW) SPECIFIC GRAVITY OF OSS MIN. 2500 PSI CONCRETE BUT ITW TAPCON(3) 21/2 11/8 21/2 NOT LESS THAN THAT REQUIRED BY BUILDING CODE ROOF CONCRETE HEX HEAD 3/16" MIN. 2500 P51 CONCRETE BUT Elco Ultracon 13/8 1 33/8 NOT LESS THAN THAT REQUIRED BY BURDI NG CODE ANSI B18.6.1 (WOOD SCREW) ROOF SCUD -SAWN OUD-SAWN HEX, PAN OR HEX, PA OR NO.8 ASME 018.6A(SELF- 7/8 5/16 13/16 WOOD WITH A MINIMUM LUMBER DRIWNG/SELF SPECIFIC GRAVITY OF 0.55 TAPPINGSCREW) 1/4" DIAL SOUD-SAWN ROUNDHEAD 0.099"DIA RIN&SHANK NAIL 7/8 1/2 1/1 WOODWITHAMINIMUM ROOF LUMBER RING -SHANK MIN. SPECIFIC GRAVITY OF OSS NAIL LUMINUMOR ASME B18.6.4(SELF- PROTRUDING MIN.3 TEEL I/8°MIN. HEX, PAN OR HEX, PA OR NO.B DRIWNG/SELF- THREADS PAST 1/2 1/222,000 ULTIMATES7ILENG7H (Fu) OF ALLTNICKNE55 TAPPINGSCREW) INTERIOROF PSI SUBSTRATE SCREWTHREADS JkOOF SHALLPROTRUDEA HIX, PAN Oft ASMEBI8.6A(TYPE MINIMUMOFI/4° 1/2 ]/2 7/16'THICK PLYWOOD- YWOOD Or OSB MUSS HEAD N0.8 ABTAPPINGSCREW) FROMTHEUNDERSIDE SPECIES GROUP I OR 2("A OFTHEROOF VOLUNTARY PRODUCT SHEATHING STANDARD Psi) MINIMUM OR NAIL SHANK SHALL 1/4°DIA PROTRUDEA 7/16--SHEATHINGGRADE ROUNDHEAD 0.099°DIA NAIL MINIMUMOFI/4' 1/2 2/2 (APAVOULUNTARY PRODUCT ROOF PLYWOOD or OSB RING -SHANK MIN. RING -SHANK FROM THE UNDERSIDE STANDARD PS 2)MINIMUM NAIL OF THE ROOF SHEATHING NOTES: 1)FOR NO.8 WOOD AND TAPPI NG SCREWS I F SPUTTI NG IS A CONCERN, DRILL 0.102'(DRI LLSIZE 38) PI LOT HOLE FOR WOOD FRAME INSTAIIATI ON. 2) FOR NO.8 WOOD AND TAPPING SCREWS IF SPUTRNG IS A CONCERN, DRILL 0.082' (DRI LLSIZE 45) PI LOT HOLE FOR WOOD FRAME INSTALLATION. 3 WHEN 17W TAPCONS ARE USED FOR CONCRETE/MASONRY I NSTALLATION THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. m b Robed J. Amoroso, P.E. FL P.E. No. 49752 i' Digitally %I signed by RobertJ Amoruso Date: 21:59.02 -05'00' MAX. FRAME SIZE ALL SIDES 43" MAX. D.LO. SIZE TYP. ALL SIDES 8" MAX. 16" MAX. O.C. TYP. 4' MAX. 13" MAX. O.C. TYP. INSTALLATION ANCHOR SASH STILE RAIL TO CURB #8 z 1 3/8' SELF-DRILLING/SELF-TAPPING SCREW. TYP. 4" MAX. 3-1/2" MAX. TYP. ALL SIDES j j O j / 8.5' MAX. O.C. TYP. ALL SIDES FOR SCREWS 8" MAX. O.C. TYP. ALL SIDES FOR RING -SHANK NAILS MODEL "ISFG4" CURB MOUNTED SKYLIGHT EXTERIOR VIEW 8' MAX. 5= 55 1/4" N MAX. CURB C7 SIZE TYP. a Y ALL SIDES INSTALLATION ANCHOR 'o CURB TO SUBSTRATE F VARIES. SEE ANCHOR SCHEDULE SHEET 2. TYP. Q N U W N% z " 4 B [z] 4 J W D 1/2" MIN. o0 5 TYP. ALL a: SIDES 0 1/2" MIN. TYP. ALL SIDES 3-1/2" MAX. TYP. ALL SIDES 12.06 5'00, �I c SPACE ONE (1) FASTENER 2" FROM ALL CORNERS AND 8" MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN - UGHT FRAME AND CURB, BY OTHERS #8 x 1 3/8" 13 SELF-DRILLING/SELF-TAPPING SCREW APPLY SEALANT BETWEEN CURB AND ROOF ASSEMBLY, BY OTHERS l 14 INSTALLATION ANCHOR HEADS TO BE COVERED BY SEALANT, BY OTHERS ROOF ASSEMBLY, BY OTHERS MIN. EMBED. VARIES, SEE ANCHOR SCHEDULE SHEET 2 INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 2 EDGE DIST. VARIES SEE ANCHOR SCHEDULE SHEET 2 3/16 MAX. SPACE 1" MIN EMBED. SEE GLAZING DETAIL THIS SHEET DRYWALL FINISH DRYWALL FINISH BY OTHERS BY OTHERS SUBSTRATE BY OTHERS VARIES. SEE ANCHOR SCHEDULE SHEET 2. A NSTALLATION CROSS SECTION 4 NON•HINGESIDE 2X FRAMING, CONCRETE AND METAL FRAMING INSTALLATION DETAIL. SEE SHEET 2 'SEE ANCHOR SCHEDULE ON SHEET 2 FOR OTHER APPROVED TYPES � \ n Q SPACE ONE (7) FASTENER 2" 10 FROM ALL CORNERS AND B" i ^ MAX. O.C. THEREAFTER a 5 5 APPLY SEALANT BETWEEN e - 9' LIGHT FRAME AND CURB, �+ BY OTHERS Gg $ , 73 H APPLY SEALANT BETWEEN CURB AND ROOF ASSEMBLY, BY OTHERS F- w c INSTALLATION ANCHOR F o .z HEADS TO BE COVERED BY SEALANT, BY xi ox OTHERS 73 N H a j ROOF ASSEMBLY. BY OTHERS ----- a a x ----- --� MIN. EMBED. oN $ j VARIES, SEE ANCHOR SCHEDULE SHEEP 2 INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 2 w \ AI SUBSTRATE BY OTHERS VARIES. SEE ANCHOR SCHEDULE SHEET 2. EDGE DIST. VARIES SEE ANCHOR SCHEDULE SHEET 2 B NSTALLATION CROSS SECTION 4 HINGE SIDE 2X FRAMING, CONCRETE AND METAL FRAMING INSTALLATION DETAIL. SEE SHEET 2 5/8" GLASS EXTERIOR BITE E /8" 1/8" Da_, TEMP ANNEALED 3/4" O.A. ANNEALED 1/8" 0.090" TROSIFOL PVB INTERIOR BY KURARAY AMERICA GLAZING DETAIL Robert J. Amoroso, P.E. FL P.E. No. 49752 SPACE ONE (1) FASTENER 2" FROM ALL CORNERS AND 8" MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN - LIGHT FRAME AND CURB, BY OTHERS #8 z 1 3/8" 13 SELF-DRILLING/SELF-TAPPING SCREW APPLY SEALANT BETWEEN CURB 14 AND ROOF ASSEMBLY, BY OTHERS 3/16" MAX. INSTALLATION ANCHOR SPACE HEADS TO BE COVERED 1" MIN BY SEALANT, BY OTHERS EMBED. ROOF ASSEMBLY, BY OTHERS 1/4" MIN. EMBED. 00.099" FULL ROUND I RING SHANKNAIL OR #8 1/2"J^i EDGE DIST. TAPPING SCREW, SEE ANCHOR SCHEDULE SHEET 2 SEE GLAZING DETAIL \ll SHEET 4 SPACE ONE (1) FASTENER 2" 10 FROM ALL CORNERS AND 8" MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN 8 LIGHT FRAME AND CURB, BY OTHERS OAPPLY 11 11 SEALANT BETWEEN CURB AND ROOF ASSEMBLY, BY OTHERS 3 a INSTALLATION ANCHOR HEADS TO BE COVERED m T BY SEALANT, BY OTHERS 0/7� �l ROOF ASSEMBLY, BY OTHERS E' ___---_ /4" ,7-, - MIN. EMBED. ,z DRYWALL FINISH DRYWALL FINISH 1/2" MIN. RB TAPPING SCREW OR 00.099' FULL ROUND HEAD x BY OTHERS BY OTHERS EDGE DIST. RING SHANK NAIL, SEE ANCHOR SCHEDULE SHEET 2 2X FRAMING SUBSTRATE SEE ANCHOR SCHEDULE SHEET 2, BY OTHERS CIINSTALLATION CROSS SECTION C / NON -HINGE SIDE I 2X FRAMING INSTALLATION DETAIL 00.148" RING SHANK NAIL SHOWN, #10 TAPPING SCREW ALSO APPROVED, SEE ANCHOR SCHEDULE SHEET 'SEE ANCHOR SCHEDULE ON SHEET 2 FOR OTHER APPROVED TYPES 2X FRAMING SUBSTRATE SEE ANCHOR SCHEDULE SHEET 2, BY OTHERS D VNSTALLATION CROSS SECTION C / HINGE SIDE I 2X FRAMING INSTALLATION DETAIL #10 TAPPING SCREWN SHOWN, 00.148" RING SHANK NAIL ALSO APPROVED, SEE ANCHOR SCHEDULE SHEET � Hd Robert J. Amoroso, P.E. FL P.E. No. 49752 r `Digitally ki signed by RobertJ �4Amoruso Bate' r 21:59:42 BILL OF MATERIALS ITEM PART ITEM DESCRIPTION MANUFACTURER 1 FE4694 SASH HINGE INDALEX ALUM. SOLUTIONS 3 FE4695 4" CURB HINGE 4 FE46700 4" CURB 5 SM KS-5 WOOD SASH FRAME 6 SM KS-6 SASH STOP 7 SM KS-2 WOOD CURB 8 AK-2474 CONDENSATION CHANNEL - 9 GLAZING COMPOUND 10 #8 x 1 1/4" FH SELF -DRILLING SCREW 11 16GA. x 1 1/e" BRAD NAIL 12 LARGE MISSILE IMPACT GLAZING, SEE SHEET 3 13 1" x 1/4" FOAM GASKET 14 RIGID SPACER FOR SASH STILE RAIL INSTALLATION, SEE INSTALLATION NOTE 4, SHEET 2 2 /64" 1 2 3/64" 2 43/64" Q SASH HINGE EXTRUDED ALUMINUM 6063-T6 0.070" THICK 1 5/8" r 11-/T16- 7 WOOD SASH FRAME 2 13/64" 2 35/64" SASH STILE RAIL EXTRUDED ALUMINUM 6063-T6 0.070" THICK MATERIAL 6063-T6 6063-T6 n 6063-T6 a 6063-T6 3 1/2" J 3/4" .MP. PVC L URAL SILICONE 7 WOOD CURB E , M ut RIGID 041' CURB HINGE EXTRUDED ALUMINUM 6063-T6 0A63" THICK _[:-I F- 7/16 7/16"" WOOD SASH STOP G" (D4" CURB EXTRUDED ALUMINUM 6063-T6 0.067" THICK L �--}- 25/32" 5T/6" -IfII I 1/2" 8 N XTRCODENSATION CHANNEL L/ EUDED HIGH TEMP RIGID PVC 0.030" THICK 6" C a m N Robert J. Amomm. P.E. FL P.E. No. 49752 17.12.06 -05'00'